{"id":1483,"date":"2022-10-22T11:13:41","date_gmt":"2022-10-22T08:13:41","guid":{"rendered":"https:\/\/geoanalysis.com.cy\/en\/?page_id=1483"},"modified":"2023-07-04T08:57:59","modified_gmt":"2023-07-04T05:57:59","slug":"engineering-properties-of-soil","status":"publish","type":"page","link":"https:\/\/geoanalysis.com.cy\/en\/geotechnical-laboratory\/engineering-properties-of-soil\/","title":{"rendered":"Engineering Properties of Soil"},"content":{"rendered":"\n<figure class=\"wp-block-gallery has-nested-images columns-default is-cropped wp-block-gallery-1 is-layout-flex wp-block-gallery-is-layout-flex\">\n<figure class=\"wp-block-image size-large\"><img loading=\"lazy\" decoding=\"async\" width=\"768\" height=\"1024\" data-id=\"2046\" src=\"https:\/\/geoanalysis.com.cy\/en\/wp-content\/uploads\/sites\/2\/2023\/06\/20211001_140034-768x1024.jpg\" alt=\"\" class=\"wp-image-2046\" srcset=\"https:\/\/geoanalysis.com.cy\/en\/wp-content\/uploads\/sites\/2\/2023\/06\/20211001_140034-768x1024.jpg 768w, https:\/\/geoanalysis.com.cy\/en\/wp-content\/uploads\/sites\/2\/2023\/06\/20211001_140034-225x300.jpg 225w, https:\/\/geoanalysis.com.cy\/en\/wp-content\/uploads\/sites\/2\/2023\/06\/20211001_140034-1152x1536.jpg 1152w, https:\/\/geoanalysis.com.cy\/en\/wp-content\/uploads\/sites\/2\/2023\/06\/20211001_140034-1536x2048.jpg 1536w, https:\/\/geoanalysis.com.cy\/en\/wp-content\/uploads\/sites\/2\/2023\/06\/20211001_140034-18x24.jpg 18w, https:\/\/geoanalysis.com.cy\/en\/wp-content\/uploads\/sites\/2\/2023\/06\/20211001_140034-27x36.jpg 27w, https:\/\/geoanalysis.com.cy\/en\/wp-content\/uploads\/sites\/2\/2023\/06\/20211001_140034-36x48.jpg 36w, https:\/\/geoanalysis.com.cy\/en\/wp-content\/uploads\/sites\/2\/2023\/06\/20211001_140034-scaled.jpg 1920w\" sizes=\"auto, (max-width: 768px) 100vw, 768px\" \/><\/figure>\n\n\n\n<figure class=\"wp-block-image size-large\"><img loading=\"lazy\" decoding=\"async\" width=\"250\" height=\"297\" data-id=\"1008\" src=\"https:\/\/geoanalysis.com.cy\/en\/wp-content\/uploads\/sites\/2\/2020\/07\/2.jpg\" alt=\"\" class=\"wp-image-1008\" srcset=\"https:\/\/geoanalysis.com.cy\/en\/wp-content\/uploads\/sites\/2\/2020\/07\/2.jpg 250w, https:\/\/geoanalysis.com.cy\/en\/wp-content\/uploads\/sites\/2\/2020\/07\/2-20x24.jpg 20w, https:\/\/geoanalysis.com.cy\/en\/wp-content\/uploads\/sites\/2\/2020\/07\/2-30x36.jpg 30w, https:\/\/geoanalysis.com.cy\/en\/wp-content\/uploads\/sites\/2\/2020\/07\/2-40x48.jpg 40w\" sizes=\"auto, (max-width: 250px) 100vw, 250px\" \/><\/figure>\n\n\n\n<figure class=\"wp-block-image size-large\"><img loading=\"lazy\" decoding=\"async\" width=\"480\" height=\"360\" data-id=\"697\" src=\"https:\/\/geoanalysis.com.cy\/en\/wp-content\/uploads\/sites\/2\/2020\/04\/Compaction_test.jpg\" alt=\"\" class=\"wp-image-697\" srcset=\"https:\/\/geoanalysis.com.cy\/en\/wp-content\/uploads\/sites\/2\/2020\/04\/Compaction_test.jpg 480w, https:\/\/geoanalysis.com.cy\/en\/wp-content\/uploads\/sites\/2\/2020\/04\/Compaction_test-300x225.jpg 300w, https:\/\/geoanalysis.com.cy\/en\/wp-content\/uploads\/sites\/2\/2020\/04\/Compaction_test-24x18.jpg 24w, https:\/\/geoanalysis.com.cy\/en\/wp-content\/uploads\/sites\/2\/2020\/04\/Compaction_test-36x27.jpg 36w, https:\/\/geoanalysis.com.cy\/en\/wp-content\/uploads\/sites\/2\/2020\/04\/Compaction_test-48x36.jpg 48w\" sizes=\"auto, (max-width: 480px) 100vw, 480px\" \/><\/figure>\n\n\n\n<figure class=\"wp-block-image size-large\"><img loading=\"lazy\" decoding=\"async\" width=\"1024\" height=\"351\" data-id=\"1806\" src=\"https:\/\/geoanalysis.com.cy\/en\/wp-content\/uploads\/sites\/2\/2023\/06\/collage5-1024x351.jpg\" alt=\"\" class=\"wp-image-1806\" srcset=\"https:\/\/geoanalysis.com.cy\/en\/wp-content\/uploads\/sites\/2\/2023\/06\/collage5-1024x351.jpg 1024w, https:\/\/geoanalysis.com.cy\/en\/wp-content\/uploads\/sites\/2\/2023\/06\/collage5-300x103.jpg 300w, https:\/\/geoanalysis.com.cy\/en\/wp-content\/uploads\/sites\/2\/2023\/06\/collage5-768x263.jpg 768w, https:\/\/geoanalysis.com.cy\/en\/wp-content\/uploads\/sites\/2\/2023\/06\/collage5-1536x527.jpg 1536w, https:\/\/geoanalysis.com.cy\/en\/wp-content\/uploads\/sites\/2\/2023\/06\/collage5-2048x702.jpg 2048w\" sizes=\"auto, (max-width: 1024px) 100vw, 1024px\" \/><\/figure>\n<\/figure>\n\n\n\n<blockquote class=\"wp-block-quote is-layout-flow wp-block-quote-is-layout-flow\">\n<p>The soil on which a construction project is constructed must adequately ensure that there will be no risk of soil erosion, slope instability, liquefaction or subsidence beyond what is anticipated.<\/p>\n<\/blockquote>\n\n\n\n<ul class=\"wp-block-list\">\n<li><strong>Dry Density \/ Moisture Content Relationship<\/strong><\/li>\n<\/ul>\n\n\n\n<p>Dry Density Moisture Content Relationship using 2.5 or 4.5kg hammer in a 1 litre mould<small>(Proctor or modified Proctor, BS1377 : Part 4 : Clause 3.3 : 1990)<\/small><br>4.5 kg hammer in a CBR mould <small>(BS1377 : Part 4 : Clause 3.6 : 1990)<\/small><\/p>\n\n\n\n<ul class=\"wp-block-list\">\n<li><strong>California Bearing Ratio (CBR)<\/strong><\/li>\n<\/ul>\n\n\n\n<p>California Bearing Ratio <small>(BS1377 : Part 4 : Clause 7 : 1990)<\/small><br>Soaking CBR specimen (5 days)<\/p>\n\n\n\n<ul class=\"wp-block-list\">\n<li><strong>Consolidation properties in oedometer<\/strong><\/li>\n<\/ul>\n\n\n\n<p>Consolidation properties in oedometer Incremental loading oedometer test on undisturbed soil specimens <small>(BS EN ISO 17892-5 : 2017)<\/small><br>Swelling pressure using oedometer <small>(BS1377 : Part 5 : Clause 4.3 : 1990)<\/small><br>Swelling properties in oedometer using 5 pressures (up to 5 days total duration)<\/p>\n\n\n\n<ul class=\"wp-block-list\">\n<li><strong>Permeability in a Hydraulic (Rowe) Cell<\/strong><\/li>\n<\/ul>\n\n\n\n<p>Permeability in a Hydraulic Cell up to 4 days duration <small>(BS1377 : Part 6 : Clause 4 : 1990)<\/small><\/p>\n\n\n\n<ul class=\"wp-block-list\">\n<li><strong>Direct Shear Strength<\/strong><\/li>\n<\/ul>\n\n\n\n<p>Shear strength by direct shear <small>(BS EN ISO 17892)<\/small><\/p>\n\n\n\n<ul class=\"wp-block-list\">\n<li><strong>Unconfined Compressive Strength<\/strong><\/li>\n<\/ul>\n\n\n\n<p>Unconfined Compressive Strength on a single soil specimen <small>(BS EN ISO 17892-7:2018)<\/small><\/p>\n\n\n\n<ul class=\"wp-block-list\">\n<li><strong>Hand Vane \u2013 Shear Strength<\/strong><\/li>\n\n\n\n<li><strong>Pocket Penetrometer<\/strong><\/li>\n\n\n\n<li><strong>Quick Undrained Triaxial Compression<\/strong><\/li>\n<\/ul>\n","protected":false},"excerpt":{"rendered":"<p>The soil on which a construction project is constructed must adequately ensure that there will be no risk of soil erosion, slope instability, liquefaction or subsidence beyond what is anticipated. Dry Density Moisture Content Relationship using 2.5 or 4.5kg hammer<\/p>\n","protected":false},"author":1,"featured_media":0,"parent":1189,"menu_order":1,"comment_status":"closed","ping_status":"closed","template":"","meta":{"footnotes":""},"class_list":["post-1483","page","type-page","status-publish","hentry"],"yoast_head":"<!-- This site is optimized with the Yoast SEO plugin v26.4 - https:\/\/yoast.com\/wordpress\/plugins\/seo\/ -->\n<title>Engineering Properties of Soil | V.S.K GEOANALYSIS LTD<\/title>\n<meta name=\"description\" content=\"Constructions projects is constructed must adequately ensure that there will be no risk of soil erosion, slope instability, liquefaction\" \/>\n<meta name=\"robots\" content=\"index, follow, max-snippet:-1, max-image-preview:large, max-video-preview:-1\" \/>\n<link rel=\"canonical\" href=\"https:\/\/geoanalysis.com.cy\/en\/geotechnical-laboratory\/engineering-properties-of-soil\/\" \/>\n<meta property=\"og:locale\" content=\"en_US\" \/>\n<meta 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